1. Construction of G + 2
Residential building
(Management,
implementatioByn and control)
Mouyadin moumin abdillahi
University of Djibouti
Faculty of Engineering
Internship tutor:
Eng. Moustapha dirieh
Civil engineer and Construction manager
Faculty tutor:
Eng. Yacin
Report Moderator:
Assoc. Prof. Dr. Atilla Damçi
March 09
2. CONTENT
I. Company and project presentation
• Delivery method
• Contract
• Project design specifications
II. Project scheduling and management
III. Safety and quality control
4. Company
D escription
• Located in Djibouti,
• Founded in 2018
• It recruits experts from all over the
world
• They have a good relation with military
forces
• Completed few project for French and
USA army
• Ongoing projects include a G+2
residential building for the French
army
Company and project presentation
5. Delivery method
• Traditional (
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• • Most owners, design
professionals, and contactors
are familiar with traditional
delivery method.
• • It contains considerable
contractual protection for
the owner.
• • Fixed price for the project
before any work begins.
Company and project presentation
10. Why
Scheduling?
Project scheduling and management
• • To predict project
completion
• • To predict when specific
activities will start and
finish
• • To expose and adjust
conflicts between trades or
subcontractors
• • To plan cash flow
• • To serve as a record of the
project’s progress
11. Duration
• Most of the time duration
is taken according to the
experience of the
manager
• Duration of a single activity
is not fixe
• What if we don’t have
historical data
•
Project scheduling and management
12. Advantage of
Activity references
Project scheduling and management
• More clarification and less
mistakes
• Adaptation to a rhyme of
work
• Prove
• Easy to control
• Effective use of steel bars
•
•
13. • Time is money!
• • An activity or a series of activities may need to be completed by
a specific date for contractual reasons.
• • Some activities can be accomplished more economically during
a certain time of the year, encouraging the
• acceleration of activities.
• • The cost to accelerate an activity that shortens the project’s
duration may be less expensive than the cost of running the
project for same period.
Why crashing?
Project scheduling and management
14. ●
Resource Name ●
Type ● ●
Initials
● ● ● ●
● ● ● ●
● ● ● ●
● ● ● ●
● ● ● ●
● ● ● ●
● ● ●
Material
Label
ENGINE
ENGINE
ENGINE
ENGINE
ENGINE
ENGINE
ENGINE ●
● ● ●
● ● ●
● ● ●
● ● ●
● ● ●
● ● ●
●
LOADER
BACKHOE LOADER
COMPACTOR TRUCK
DUMPER TRUCK
FORKLIFT TRUCK
ELECTRICAL GENERATORS
COMPACTOR 2 TONNES
STEEL WORK TEAM
CARPENTER WORK TEAM
SOMELEC
SURVEYING TEAM
CONTROLER
EMPLEMENTATION ENGINEER
PLUMBING TEAM ●
Material
Material
Material
Material
Material
Material
Material
Work
Work
Work
Work
Work
Work
Work ●
LDR
B-LDR
CPTR
DMP-T
FORK-T
ELEC-GEN
CPTR
SWT
CWT
SOMELEC
ST
C
E
PT
● CRANE ● Material ● ENGINE ● CR
Project scheduling and management
15. Advantages of M S
p
•P
rr
o
oj
e
c
jt
eP
l
a
cn
n
ti
n
g– Be able to easily
plan
Project scheduling and management
projects while taking previous track record
into account.
• Tracking project evolution when it comes to
completion, time and costs –
• Scheduling and Time Management
• Resource allocation & Project budgets
• Communication and Collaboration
• Easy to use
17. Separate Time
lines
• All time lines are based on
critical activities
• The total of time lines is
the overall duration of
the project
Project scheduling and management
20. Quality control
Safety and quality control
• Provide routine and consistent
checks to ensure integrity,
correctness, and completeness
of the elements, material, or
service.
• Identify and address errors and
omissions
• Document and archive all QC
activities or any defaults
encountered along with its
rectification process.
21. Control steps
• Define and Share the
Acceptance Criteria
• Create an Inspection Plan
• Use Checklists to Conduct
Inspections
• Correct Deficiencies and
Verify Acceptance
Criteria
• Prevent Future
Deficiencies
Safety and quality control
22. Reinforcement
control
Safety and quality control
• the length anchorage meets the design requirements.
• the setting of the hanger bar has lack.
• any missing bars in the beams.
• spacing of steel bars meet the design requirements.
• bar chair and the protective cushion block is in place.
• spacing of column stirrups meet the design requirements.
• 3 anti-seismic stirrups are placed at the junction of column and
beam.
• the stirrup hook can meet the design requirements.
23. form work
control
• Centering the reinforcement using
uniformly placed concrete covers
• Formwork sections specification must be
respected
• Alignment
• Support strength
•
•
Safety and quality control
24. Elevation
control
Safety and quality control
• Implement some precise
references according to
the land usage.
• Control the elevation
before the concrete and
after the concrete
• Place the reservations
according to the wanted
level
•
26. Concrete
control
• Precise all information
when ordering concrete
such as:
v Concrete class
v Exposure
v Slump
v Admixture
• Formwork removal
• Curing
•
Safety and quality control